Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave slope. Considering the two angles of the conc...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Hindawi-Wiley
2021-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2021/8580748 |